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ASTM C1786-14
Standard Specification for Segmental Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers Designed According to AASHTO LRFD
Automatische name übersetzung:
Standard-Spezifikation für Segmentstahlbetonfertigteile Box Sections für Durchlässe, Gullys und Abwasserkanäle Entwickelt nach AASHTO LRFD
NORM herausgegeben am 1.11.2014
Informationen über die Norm:
Bezeichnung normen: ASTM C1786-14
Anmerkung: UNGÜLTIG
Ausgabedatum normen: 1.11.2014
SKU: NS-12412
Zahl der Seiten: 11
Gewicht ca.: 33 g (0.07 Pfund)
Land: Amerikanische technische Norm
Kategorie: Technische Normen ASTM
Die Annotation des Normtextes ASTM C1786-14 :
Keywords:
ICS Number Code 23.040.50 (Pipes and fittings of other materials)
Ergänzende Informationen
| 1. Scope | ||||||||||||||||||||||||||||
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1.1 This specification covers precast reinforced concrete box sections comprised of separate segments that once properly field assembled make the final structure. These structures are intended to be used for the construction of culverts and for the conveyance of storm water, industrial wastes and sewage. Note 1: This specification is primarily a manufacturing and
purchasing specification. However, box culverts manufactured to
this standard are intended to meet the design requirements of the
AASHTO LRFD Bridge Design Specifications, and as such, design
guidance is included in Appendix
X1.
Note 2: The successful performance of this product depends
upon the proper selection of the box section, bedding, backfill,
and care that the installation conforms to the construction
specifications. The purchaser of the precast reinforced concrete
box sections specified herein is cautioned that proper correlation
of the loading conditions and the field requirements with the box
section specified, and provision for inspection at the construction
site, are required.
1.2 The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this standard. |
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| 2. Referenced Documents | ||||||||||||||||||||||||||||
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